File:The elastic properties of concrete under bi-axial loading (1912) (14781671855).jpg

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Identifier: elasticpropertie00mill (find matches)
Title: The elastic properties of concrete under bi-axial loading
Year: 1912 (1910s)
Authors: Millard, Floyd Hays
Subjects: Concrete Theses
Publisher:
Contributing Library: University of Illinois Urbana-Champaign
Digitizing Sponsor: University of Illinois Urbana-Champaign

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nderbi-axial loading seems to indicate that the loading conditionsstiffen the concrete near failure and mal^e the stress-defomationcurve more nearly a straight line. V/hen one compressive stress is half as great as the other,and considering deformations parallel to the arm under the greaterload, we find that the modulus of elasticity of the cross isincreased to 1.51 times the modulus on the arm in the test of2061, 1.11 times in the test of 20G2 and 1.18 times in the testof 2033. The average of these ratios of increase is 1.20.Eliminating the effect of the shape of specimen we find that themodulus of elasticity of the concrete in the cross is I.20/I.2Ior 0.99 times as great as on the arm. TJith the modulus, as wellas with the unit deformation, the presence of a compressivestress half the size and at right arugles to the stress considereddoes not seem to have an effect. Exoansion. The expansion curves have been plotted togetherin Pig. 50, page 122. Specimens 2051, 2052 and 2054 indicate
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https://www.flickr.com/photos/internetarchivebookimages/14781671855/

Author Millard, Floyd Hays
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  • bookid:elasticpropertie00mill
  • bookyear:1912
  • bookdecade:1910
  • bookcentury:1900
  • bookauthor:Millard__Floyd_Hays
  • booksubject:Concrete
  • booksubject:Theses
  • bookcontributor:University_of_Illinois_Urbana_Champaign
  • booksponsor:University_of_Illinois_Urbana_Champaign
  • bookleafnumber:245
  • bookcollection:university_of_illinois_urbana-champaign
  • bookcollection:americana
Flickr posted date
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30 July 2014


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